Under District Barabanki, Construction of CC road from Khand Sirauli Gauspur Khajuri Square to Vimla Devi Harihar Singh Women College, Lot No 29

Work

Earth work in cutting or in embankment in ordernary soil exavation to be the form or regular pits not exceeding 0.50m in depth and from borrow pits with a lift upto 1.5m with normal lead upto 3000m, Tranporting to site. Spreading, grading to required slope. By cartage 3.00Km. SI No. 253

E/W in excavation in trenches for foundation & for pipes cables etc. in ordinary Soil (Loam clay or sand) including fit up to 1.5 m. & dressing of sides & ramming bottoms & disposal of surplus excavated earth as directed by the engineer I/C with in a lead of 50m. SI No. 251

Providing and laying in cement concrete 1:6:12 (I cement : 6 fine sand of1.25 FM : 12 graded brick aggregate 40 mm. Nominal Size) curring complete. including cost of work. As Per SI. No.273

M-150 Class brick work in 1:4 cement and coarse sand mortar in supper structure including supply of all materials, labours and tools and plants etc. required for proper completion of the work. As Per SI.No.305 (B.)

12mm thick in 1:3 Cement and c/sand Below Plinth/bearing plaster including meterial. And also using in plinth & roof .SI No.583

Providing and laying 25 mm thick PCC floor in 1:2:4 with cement coarse sand and 20 mm gauge stone grite. Including Supply of Material T&P etc.Complete work.As per S.I. No.601

Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density complete. as per MORD Sr.No.4.1 Technical Specification Clause 401.(G.S.B. Quarry Shankergarh Grade-1)

Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M 30 (Grade), coarse and fine aggregates conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation as approved curing od concrete shalavs slabs for 14-days, curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501.

Making construction joint in cc road with 0.8kg Maxfalt,0.01Kg cement &0.0025Cum coarse sand including all complete of work.